HomeMy WebLinkAbout2017-01250 - pool CITY OF ORONO * z 0 1 7 - 0 1 z 5 0 *
2750 KELLEY PARKWAY DATE ISSUED: 10/17/2017
ORONO, MN 55356-
(952)249-4600 FAX: (952) 249-4616
ADDRESS : 2420 OLD BEACH RD
PIN : 21-117-23-22-0002
LEGAL DESC : SHORE HILLS
: LOT 001 BLOCK 000
PERMIT TYPE : ACCESSORY STRUCTURE
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : POOL-IN GROUND
ACTIVITY : 329-STRUCTURES OTHER THAN BUILDINGS
VALUATION : $ 25,000.00
NOTE: SEPARATE PERMITS REQUIRED: MECHANICAL,ELECTRICAL(STATE)
IN GROUND POOL
APPLICANT PERMIT FEE SCHEDULE 433.67
VALLEY POOLS STATE SURCHARGE(VALUATION) 12.50
301 CLIFF RD TOTAL 446.17
BURNSVILLE,MN 55337 Payment(s)
(952)8941480 CHECK 3017 446.17
OWNER
SANGUINETTI,JOSEPH
2420 OLD BEACH RD
WAYZATA, MN 55391-
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
State Building Code. This permit is for only the work described and does
not grant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances goveming this rype of work
shall be compied with whether or not specified herein.This permit will
expire and become null and void if construction authorized is not
commenced within l80 days of the date of issuance,or if construction is
suspended for a period of 180 days at any time after work has commenced.
The applicant is responsible for assuring all required inspections are
requested in conformance with the State Building Code.This permit may be
revoked at a r due cause.
� �v-r��� ' _ ' � /�- , � 7 �17
pplica e it e Signat Date Issued By ' nature Date
RECEIVED
�::;Cf C� 3 2011
City of Orono
Building Permit Application CITYOFORONO
for Swimming Pools and Hot Tubs
�O^;� Mailing Address: Permit number: �.Dl 7—OI �
'VO�, PO Box 66
Crystal Bay, MN 5532 -0066 Date received: /V— —
��/ ,, ' � " ,'�Street Address: �,�� Received by:
�,; ' �,►�^ �,;' � 2750 Kelley Parkway � Plan review fee: o� � , Q
! �"n \ ` �� Orono, MN 55356
�r:si�i��`��'� �� 0�01"]—Ol�.'.f
Total Fee:
Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us
This application form must be completed in full and all required information must be submitted.
Incomplete applications will be returned. (Please print)
GENERAL INFORMATION:
Job Site Address: Z `�-Z� C1�c� ,�pce��, ���� �1;a�rb � {�i�i�
CONTRACTOR/APPLICA T INFORMATION:
Name: Ct l r'v �c��`:�t � Snaf
State License# ���} —� Expiration Date: /V/fd
Phone: 1s 2- E95F f��'� F.�� C�t1 l►I 2'' .3�0.3 — Ot073
Address: 3 Ut C%i{�1j,� � City: ,C3✓,��r��,`//� ZI P: 5 S"�3 3 7
Contact Person: �"� � �,��,��,� ContacYs phone number (p�Z--3�3— c�(a 7,3
Email: �jc�G,r� C�v''�c �t�tJ��fs• c cm Applicant is: Cont�cto Homeowner (Circle One)
PROPERTY OWNER INFORMATION:
Name: T.� � 5tc.tiq���ie�i� .� /�mV f�bj�✓e'fe�tit°�',�l
Phone(day): _�% 2—���'—3 �'[��1�
Mailing Address: Zs � � Y�a _r( i?��n o �7�� ZIP: s 3
Email and/or Fax: S� , S �� ` ` �vp ' / , ;�, �,c��e cr� .� c4 ` /s� ���
ENGINEER INFORMATION:
Name: /���
Phone:
Address: City: ZIP:
Email: Fax:
PROJECT INFORMATION:
1. Po��Hot TXb Di�rysions: 4.Accessory to: 5.Type: 7. Retaining Walls?
�" feet
2. Heated? �yes ❑ no �Single Family ❑Above ground �'yes ❑ no Height *
3. Excavated materials will be: ❑ Multiple Family/Condo �In-ground "`A building permit is required
❑ removed from site for any wall 4-feet or greater in
,� ed on site ❑ Public
ts ❑ Other(specify) height measured from the
❑Other: (specify) ❑ Commercial bottom of the footing to the top
Total Cubic Yards ❑ Industrial of the wall, even if it replaces
6.Sewage Disposal 8� an existing wall.
*""Any earth movement may require ❑ Other: (specify) Water Supply Tiered walls are considered
MCWD review and permits. one wall unless they are
Minnehaha Creek Watershed District(MCWD) ❑ PubliC Sewer
15320 Minnetonka Blvd separated by twice the height
Minnetonka,MN 55345 ❑ Private Sewer of the higher wall.
Phone: 952-471-0590 �Public Water
Fax: 952-471-0682
www.minnehahacreek.or ❑ Private Well
Estimated Construction Value $ �,5 j ���p, i�
Packet Last Updated: Apri12016
Page 22
REQUIRED SUBMITTALS:
All of the information must be submitted in order for your application to be processed:
Not
Enclosed A licable
❑ Buildin Permit Escrow A reement and Fees
� ❑ Plan Review Fee
❑ Com leted Ap lication Form
❑ Pro osed Pool or Hot Tub Plans—2 sets, full-size, to scale
❑ Surve —2 full size, to scale(meetin ALL surve requirements)
❑ Hardcover Information
❑ ❑ Septic S stem Certification
❑ ❑ Minnehaha Creek Watershed District(MCWD) Permit or
documentation from MCWD statin no permit is re uired
❑ ❑ Landsca e Walls and/or Retainin Wall Plans
0 ❑ Stormwater Pollution Prevention Plan
❑ ❑ Data Privac Adviso Form
❑ ❑
APPLICANT ACKNOWLEDGEMENT:
• Agrees to provide all information required or requested by the Planning&Building Departments;
• Understands, if applicable, an as-built survey and as-built hardcover cover calculations, are required to be submitted after the
project is complete(including final grading and landscaping)prior to refunding the escrow;
• Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are
solely responsible for submitting a complete application being aware that upon failure to do so,the staff has no alternative but to
reject it until it is complete;
• Some or all of the information that you are asked to provide on this application is classified by State law as either private or
confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data.
Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and
intended use of this information is to annually update our records and records of other governmental agencies required by law. If
you refuse to supply the information,the permit may not be issued.
ApplicanYsSignature: � ,,�'�� Date: / �-` �� �/ �
Owner's Signature Date:
.o JOHN CIHUlVKA
�psp BRANCH MANAGER
rhe A_�,<,<����o�o� johnc@valleypools.com
..�i 3 So=�����e_s a.���
,� ��� �� & s�
� "The Way[o Relnx Sinee 1974"
www.valleypools.com
C — � 1Z--��3 �c�4,�7;�
3426 Bunker Lake Blvd.NW (763)576-0762 Ext.105
Andover,MN 55304 Fax:(763)576-0789
Packet Last Updated: Apri!2016
Page 23
i
PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS
Address: ���� IJIU �a�� �_i Permit No.: ���7 ' O�Z�
Description of work: ���YVII �� � �g ��1 �' lY� Date Rec'd: ��'3'��
��/ .,._----
Septic review by: ��,1�`� Yv Q Date Approved:
Zoning review by: Date Approved: ��'�lV'��
Building review by: Date Approved: f 0 �� `T
Grading review by: �,` �W ar� Date Approved: ��• �0 '� /
Zoning District: � Zoning File#:
Resolution? Yes Reso#: Reso Date: Signed: Yes o Resolution/
Zoning: Lot Area: l�� S /AC Width: Structural Coverage: SF °/a
Survey Submitted: �es � No Date of Survey: �' �•l 1 Revised date(?):
Landscape plan submitted? � Yes Landscaper: �'�7 S r UNv In 0 No/None proposed
Pro osed Setbacks:
F nt(Lake) R (Street) ( f�S E W ) ( N� E W ) Other Buildings Wetland
v Side �•�de
r�,.,, ► �
Buildin Hei ht Anal sis:
Distance Between First Floor defined Top of Roof (See"building heighY' �a�
definition :
First Floor Elevation rom buildin lans : (b)
Highest Existin�ound level (per survey) or 10' above lowest ground level, ��� ��
whichever is,lcfwer:
Differenc etween b and c *: (d)
D INED HEIGHT
*If highest existing adjacent grade is above FFE-Height is(a)-(d): (e)
"If hi hest existin ad'acent rade is below FFE-Hei ht is a + d
Shoreland District MCWD Permit Average Lakeshore Setback gluff
Met?
�Yes � No Permit Number: �� -3i�- 0 Yes 0 No � N/A � Yes No
� N/A—see attached Setback:
Stormwater Quality Existing Proposed
Overlay District Tier Hardcover Hardcover Variance Required CUP Required
circle one % and s % and s
�•3$�U �•(���0 0 Yes o 0 Yes o
� 2 3 4 5 Type(s): Type(s):
i2�4�osf i3, c��5 s�
Updated: June 2017
z:\forms\plan review checklist 06-2017.docx
i � i i
Fees to be Char ed YES NO
Permit �
Plan Review :�
State Surcharge !r"
Investigation Fee � .
SAC—Number of SAC Units
Other(specify) ��,
S uare Foota e $ er S uare Foota e
Basement X = $
1 St Floor X = $
2nd FIoO� X = $
Garage X = $
�
Estimated Construction Value: $ 2-����
Orono Inspections Required Work Requiring Separate Permits
�Footing � Site 0 Plumbing � Grading/Filling
� Poured Wall � Silt Fence/Erosion Control echanical 0 Fire
� Foundation Survey � Hardcover Removal � Fireplace � Water Connection
� Framing 0 Other(specify) 0 Masonry � Sewer Connection
� Waterproofing/Drain tile 0 Mfg. 0 Lawn Irrigation
0 Foundation Waterproofing � Other(specify) Cj" Landscaping
� Framing � Septic
� Insulation
s-Built Survey
� Final
� Lathe Required State Permits
� Other(specify)
0 Well Electrical
REMARKS (in-house):
OFFICIAL REMARKS -TO BE NOTED ON PERMIT AND INITIALLED:
�-&ee Builder Acknowledgement Form
� Prior to release of escrow money an as-built survey and hardcover calculations must be submitted and approved.
Updated: June 2017
z:\forms�plan review checklist 06-2017.docx
Chri�tine Mattson
From: Adam Edwards
Sent: Tuesday, October 10, 2017 3:17 PM
To: Christine Mattson
Cc: Roger Peitso
Subjett: RE: 2420 Old Beach Road/#2017-01250
If no g�ade changes no issues from me.
From:Christine Mattson
Sent: Friday,October 06, 2017 11:25 AM
To:Adam Edwards<aedwards@ci.orono.mn.us>
Cc: Roger Peitso<rpeitso@ci.orono.mn.us>
Subject:2420 Old Beach Road/#2017-01250
We received a build�ing permit application for an in-ground swimming pool at 2420 Old Beach Road. The pool is in the
same location as shawn on the survey with the proposed new house.
Please review and provide comments.
Thank you!
Christine Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway I Orono � MN I 55356(physica/addressJ
PO Box 66 I Crystal Bay ( MN I 55323-0066 (mailing address)
'� 952.249.4620 I 8 952.249.4616
� cmattson@ci.orono.mn.us ( � www.ci.orono.mn.us
Office Hours: Monday- Friday 8 am to 4:30 pm
OUR OFFICE W/LL BE CLOSED: November 10,2017
1
Lakeshore lots, Continued
Setbacks for a hot tub or ool with a basin of less than 750 s uare feet
Zonin District Interior Side Street Side *
' LR-1A 10' 50'
LR-1 B 10' 35'
LR-1 C or LR-1 C-1 10' 15'
RR-1 A 10' 100'
RR-1 B 10' 50'
Setbacks for a ool with a basin of 750 to 1,000 square feet
Zonin District Interior Side Street Side*
LR-1A 15' 50'
LR-1 B 15' 35'
LR-1 C or LR-1 C-1 15' 15'
RR-1 A 15' 100'
RR-1 B 15' S0'
Setbacks for pool with a basin of more than 1,000 s uare feet
Zonin District Interior Side Street Side"
LR-1A 30' S0'
LR-1 B 30' 35'
LR-1 C or LR-1 C-1 30' 30'
RR-1 A 50' 100'
RR-1 B 30' S0'
*In addition to improved streets, this setback applies to unimproved street right of ways (sometimes called fire
lanes).
SEPTIC SYSTEM
All parts of the pool, including the apron or deck and equipment must be at least 20 feet from the drainfield and
10 feet from other parts of the septic system.
WETLANDS
Investigation into possible wetlands should be done early in the planning process as it will take several months
for a wetland delineation to be completed.
The City of Orono requires a 35 foot setback from a delineated wetland edge for all structures and hardcover.
All wetlands within 150 feet of a proposed project will require a wetland delineation. For assistance in
determining if there may be a wetland on the property, contact the Planning Department at 952-249-4620.
MINNEHAHA CREEK WATERSHED DISTRICT(MCWD� PERMITS
Your project may or may not trigger the Minnehaha Creek Watershed DistricYs {MCWD) permitting
requirements. Contact the MCWD directly at 952-471-0590 to discuss their permitting requirements.
FENCES AND DECKS
The City of Orono does not require a fence around a pool or hot tub. If you choose to erect a fence it must
comply with the height requirements. (See the Fences information sheets.) A deck or patio is not required
around a pool.
ACCESSORY BUILDINGS
Pool houses and pool equipment buildings must comply with setbacks for accessory buildings and require a
separate building permit. A toilet and sink may be installed in a pool house but a shower/bathtub and/or guest
house require a conditional use permit.
Last Updated: January 2014
This is an information sheet. Every effort has been made to insure the accuracy of the information contained herein;
however, if any information is not consistent with provisions of the City Code, the Code provisions will prevail.
Page 3 of 4
-- - City of Orono FZECEIVED
.=��,�,o,
Hardcover Calculation Worksheet
i ` � ;:'1� � f? Z017
�'F 1 Property Address: 2420 Old Beach Road,Orono,MN 55391
�`'�k,���„�4`�'� F ORONO
- — Prepared By: Sathre Bergquist Date: 6/2�2�70
SB Job Number: 31380-014 Prepared By: Jared Averbeck
Stormwater Quality Overlay District Tier:(Circle One) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5
Step 1:PROPOSED HARDCOVER
In the following table,identify all items of proposed hardcover on the property,keyed by letter to
Certificate of Survey(survey must accompany this form).Include all existing hardcover items that are
intended to remain,as well as all proposed hardcover items that will be added. Use as many lines as
necessary to accurately depict proposed hardcover status of the property. For Tier 1 properties,identify
any features by letter which are split at the 75'setback line and calculate hardcover square footage
separately for each portion.
Key to Survey Hardcover Item(Describe) Length x Width Total(Square Feet)
(Example) (Garage) (24'x 30') (720 S.F.)
A House irregular 4,555 S.F.
B Porch 21'x 11' 243 S.F.
C Porch 18'x 17' 312 S.F.
D Concrete(Driveway) irregular 4093 S.F.
E Concrete(Patio) irregular 2595 S.F.
F Concrete(Pads) varies 141 S.F.
G Retaining Walls varies 83 S.F.
H Stepping Stones outside OHWL setback irregular 63 S.F.
I Existing Rip Rap varies 825 S.F.
1 S.F.
K S.F.
L S.F.
M S.F.
N S.F.
0 S.F.
P S.F.
Q S.F.
R S.F.
S S.F.
T S.F.
U S.F.
V S.F.
W S.F.
X S.F.
Y S.F.
Z S.F.
(1)Total Proposed Hardcover 12910 S.F.
Excludable Hardcover(See City Code Sec 78-1684):
S.F.
S.F.
S.F.
S.F.
S.F.
(2)Total Excludable Hardcover 0 S.F.
(3)Net Proposed Hardcover[Subtract line(2)from line(1)] 12910 S.F.
(4)Total Lot Area 57697 S.F.
Proposed Hardcover Percentage[(3)+(4)] 22.38% %
This is an information packet regarding Hardcover.Every effort has been made to insure the accuracy of the information
contrained herein;however,if any information is not consistent with City Code,the Code provisions wil!prevail.
���rCV
OCT Q � 'CiJ I r
City of Orono CITY pF pRONo
4��N0
Hardcover Calculation Worksheet
y�. �: Property Address: 2420 Old Beach Road,Orono,MN 55391
l,�Kf H0�-�,
Prepared By: Sathre Bergquist Date: 6/29/2017
SB Job Number: 31380-014 Prepared By: Jared Averbeck
Stormwater Quality Overlay District Tier:(Circle One) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5
Step 1:PROPOSED HARDCOVER
In the following table,identify all items of proposed hardcover on the property,keyed by letter to
Certificate of Survey(survey must accompany this form).Include all existing hardcover items that are
intended to remain,as well as all proposed hardcover items that will be added. Use as many lines as
necessary to accurately depict proposed hardcover status of the property.For Tier 1 properties,identify
any features by letter which are split at the 75'setback line and calculate hardcover square footage
separately for each portion.
Key to Survey Hardcover Item(Describe) Length x Width Total(Square Feet)
(Example) (Garage) (24'x 30') (720 S.F.)
A House irregular 4,555 S.F.
B Porch 21'x 11' 243 S.F.
C Porch 18'x 17' 312 S.F.
D Concrete(Driveway) irregular 4093 S.F.
E Concrete(Patio) irregular 2595 S.F.
F Concrete(Pads) varies 141 S.F.
G Retaining Walls varies 83 S.F.
H Stepping Stones outside OHWL setback irregular 63 S.F.
I Existing Rip Rap varies 825 S.F.
� =►1 ro f � Pvol (r8�x 9� �8 5•F•
K E w; ,., ,PaeP f'o�/ 1�v� 3'X 7�� Zl S.F.
� S.F.
M S.F.
N S.F.
p S.F.
p S.F.
q S.F.
R S.F.
g S.F.
7 S.F.
� S.F. .
U S.F.
W S.F.
X S.F.
y S.F.
Z S.F.
(i)Total Proposed Hardcover �$ �y S.F.
Excludable Hardcover(See City Code Sec 78-1684):
S.F.
S.F.
S.F.
S.F.
S.F.
(2)Total Excludable Hardcover � S•F•
(3)Net Proposed Hardcover[Subtract line(2)from line(1)] /3�,/,Y S.F.
(4)Total Lot Area 57697 S.F.
Proposed Hardcover Percentage[(3)+(4)] 2�Q(up�� %
This is on information packet regarding Hardcover.Every effort has been made to insure the accuracy of the information
contrained herein;however,if any information is not consistent with City Code,the Code provisions will prevail.
Permit Application: Self-Checklist for Completeness
Please ndte, the applicant must initial in the boxes below to acknowledge the minimum
required information is included with the submittal. If not, the application will NOT be
accepted. Call 952.249.4620 to schedule a meeting with staff if you have questions on
application submittal requirements.
Completed Application
Plan Review Fee Paid
Signed Escrow Agreement & Escrow Payment
���� � �
h��- �m;��--
Building Plans (to scale) x2 �
Certificate of Survey (to scale) showing the proposed project &
meeting all requirements x2
Hardcover Calculations (if applicable)
I am aware that Orono will not issue a building permit without a
'� copy of MCWD permits (or documentation from the MCWD stating
; the proposed project does not trigger their permitting
requirements). I will contact the MCWD at 952-471-0590
' regarding this project.
Signed by: � —�'�G.,� �'�`�,, �
Address: 3 01 C(:f��� �. , .Bc��� sv,"/ ,t�i.-, S".�3��
Permit #:
Packet Last Updated: April 2016
Page 2
���o BUILDING PERMIT
yF G� APPLICATION
t�'tiFs H���
FOR SWIMMING POOLS & HOT TUBS
City of Orono
Roger Peitso, Building Official
2750 Kelley Parkway; Orono, MN 55356
PO Box 66; Crystal Bay, MN 55323
INSPECTIONS:
Ca11952-249-4600 — give 24-48 hour notice
TABLE OF CONTENTS
Permit Application: Self-Checklist for Completeness...............................................................................................2
Building Permit Application Flow Chart.....................................................................................................................3
Building Permit Application Submission Requirements for Swimming Pools and Hot Tubs
Building Permit Escrow Agreement and Fees .......................................................................................................4
PlanReview Fee....................................................................................................................................................4
Proposed Swimming Pool or Hot Tub Plans..........................................................................................................4
SurveyRequirements.............................................................................................................................................4
HardcoverInformation............................................................................................................................................5
SepticSystems.......................................................................................................................................................5
Wetlands ................................................................................................................................................................5
Minnehaha Creek Watershed District(MCWD) Permits........................................................................................5
Landscape Walls and/or Retaining Walls ..............................................................................................................5
OtherPermits.........................................................................................................................................................5
Stormwater Pollution Prevention Plan ...................................................................................................................5
Setbacks and Other Requirements...........................................................................................................................6
Non-Lakeshore Lots...............................................................................................................................................6
LakeshoreLots.......................................................................................................................................................7
Easements.............................................................................................................................................................8
DataPrivacy Advisory Form......................................................................................................................................9
Rightsof Subjects of Data....................................................................................................................................... 10
Hardcover Information and Hardcover Calculation Worksheets............................................................................. 11
Survey&Site Plan Requirements...........................................................................................................................20
Building Permit Application for Swimming Pools&Hot Tubs..................................................................................22
Building Permit Escrow Agreement.........................................................................................................................24
PLEASE REVIEW THE APPLICATION CAREFULLY!
To avoid processing delays and/or additional costs,
please fill out the applicant information completelv and submit all of the required information.
Packet Last Updated: April 2016
Page 1
DATA PRIVACY ADVISORY
In accordanc�with Minnesota State Statute 13.04 Rights of Subjects of Data, Subd: 2, "Tennessen warning", we
would like to inform you that your request for a permit or license from the City of Orono or any of its departments
may require you to furnish certain private or confidential information.
You are not�ed that:
1. The infonnation you furnish will be used to determine your qual�cation for the permit or license
requested.
2. You may refuse to supply data, but refusal may require that the City deny the permit or license.
3. The information may be shared with other local, state or federal agencies to the extent necessary
' to process the permit or license.
4. If your requested permit or license requires Council action to approve, some information may
become public.
5. You have certain rights under Minnesota State Statute 13.04(see following page)to review private
data on yourself.
6. Your full name is required to process this application or permit.
cr (�e �vl,� � .� �S
First Middle Last
.3 � � Ci��f /?� �
Address
/,�!//�/lf�/!���Ci /j�� �S �,� �
City State Zip Phone
I und�rstand my rights as stated above.
t
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Packet Last Updated: April 2016
Page 9
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fte: CoverstarsaPety c�t�ers;f��flpd A�1�M S�8[id8t�F 934f99�Qf 58fgEj/COY6fS fOf 5VYIt11!]'tl[t�(10UI5 �
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�43T'M star€dard E��t�gt wtter�fhey are!nsla[fe�i and•m�infairted pro�erty ecco�iing to tha tnstaUatian
and harrtso�vner tnstrucftoRs wi�ich heve hae��rauided by G�verstar, Qn saveral dlffefent accasiotts,lha
�Quarster cavers,bo�h eut�mat�c ar�ma��al frave�aen iested hy tndsperxtan#te�ti�g Ia�oratQrie�er� �
have aiways baen fQund fa ba ir�compltanae wiih a(I ths AST�A r�quirements fot safefy anvers, Our��ver
ts a(an ltstetf by EJL(Fiie�164$33)artc!cfassifted�y UL as a�o�rr�r s�fe#y r.�ver fn ac�atdanr.e with
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f€yo�w�sh to verify silf�aro�the�JL certi�cc�tions,teEce tfta faitativittg sfeps: -
Go!o wti�v.u[.car�
Once f�er�c�tck an Se�+�ctt�JL.�am I
' C�Ick nn���ine Certific3tions Directorv, �
lfr�er.Certeta[8earch cliak an�f E.�ile Numbar F
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�au ehould n�w�ae Covers[ats tisftrtgs. (P you hav�p�oblemst yv�aan afso seacEt hy r�ampany E
or�y A�fomaifa Pao4 Covers �
f�mora infocmatfon is requi�afwuEASTl�and if�star�arci�,you can go ta fheliwehsife at �
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Shawrr�a�o�r is th��!!.e�iharized(aBef thatis aftac�e�f f��ha autQmattc coversyscern tha#wa sE�fp.
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FLOV�t RAT� {GPtfl1�
� ��3REE Yl3AR LIlVIIT�sD'4VA3�,itANTY:1UIadel D�3dfl
This pmduct is wanauted to t6e o�Iginai puFchaser ta befr�e from def�ecfs in ma�rial or�orkmsus�tiF•I3�°$�he t*larra�f.y peuod; .
�nder nam�al uss dte�3 36t}rrill 6e�aplaced{ptaa£of purcbasa tzq�ed}upn�our uptiaa pravidtng the DS 350 was properly
iustal��i as per mannfactur� �at�s Solutioas iIn�manufac�tt4uing'I`his produce is�vaaan�ed£or apen'ad o 3 y�ear3r$[nmt d te o€
at�er pmd�ct�autside uf � �
. p�uchase.Use supglied hardsvace ar equipment . �
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�h�is uai�sha�i be repIaced ever�three years.
��ginal I�at�of�nstallatlat�e _ �Y
DS 360 A.nti Bn�apm�n�Ty�e S�bmet�ed Suc[ion�t��et Cove�
NlantifacEuted by: ,
New Wa#er Sota�ions,Ittc.PO.�OX 36D Topton NC 28781
Any queations or suggestians:56 d-�33-2580 �
D�ainsafe DS 360
Aati Ent�apu�nt Type,SQ6merged Sucftfla Uu�Iet CBver
Read these tnstrttctiat�s in tbei�entir�ty prtor tostarHng insta�ai�aa
ANSIlASiV�Al1�.19,8(2QD�E:ect�ed.Ssfe�'tuw Rate 1?3(GPN�Gal�ous Per M3nute
Far use wit[�suation outlet scuaps np co B inch in size
Noie:read eII insfa�ttctiaus p�ior ta fast�ltation.It is recummended thfs predaet be ased in ca�junctiaa ivitl�an ANSUASME
Al2Z�19.1T CeriiBed(SDRS)Saf�fy Vacu�tm Re�ease System,propar�y i�st$lled bga L'censed�aoi pmYessional.
� ' Impa�irtant InforIIaa�on:
pa oo�egaeed D�360 Saffe�FIojsr Rate:i�3 ga�nas per minute. Post safe flow rate in an obvioua Iacation in pump rnom.
Acc�pta6le conn�ctmig Ptpe's�Zav:up to�Sn
Yuspect tt�is n�i�#brgtaper$ifacbment da�y,tnspece£or frae€ured or damaged paris dafiy. -
Never operate anypouyspa faeiliiy�dr�fn eover is da�aged,crac�erl,�aeiured,Iaose or missing
I1ss supgIisd 3ifi�rede S/fi(1�per tcitj sec�riEy serevYs to instaA fh�s•ant%enfra�iaen�type drain cnver.
Ensnre esisltag aump scre�►a�faeC,men�haies aee clesn and fi�e of��Tii'i�pi�or�o atfacGmeut �
Careti�ty iig�ten scre�vs to secure cov.er.Do not over ffghten scre�vs.Damage to tfte D3 96D eauld resuit,caus�ag ssrious
fq�cirY or dea�h.If the DS 360 i�damagec�,,do not starti pnmp(s)un�a riew A�36Q�niE is properly reins�glted� •
Affer sIo�vIs►6tghfening snpp4ied serews,be cerF.�n US 3fi0 canno�6e mwed side tv sid�vertt�calty or�oc�`aan�aEty ta�nsure
secur�at�ae�unent Da uat aver ffi�hfeu screws. .
i!€Read ttLese ire&tract?one in�eir eufirety pr3or to starbtag Ensta�IaHon,Kaep thes$�structtons for fuhne refereneett!
4tfe�pp�t6fs agera�ton fn a dry environcaen�
E?a not�tstai!tt�s�raduet on sea�ing orbackrest af seafiag area.
QO IIOf gL7C8 Z�lP.4 pED$tiC�'9P�L'IQ�BB�C$OP�DOf$@r 9UCfd4II 03IfICt OII t�i8 98niQ SiiCtI011 iIllB OP mUllAbltg�II�Iig�
[�oae suctiatt on�te�sftout��ecome blocked,tb�e renna�ning suciiou a��efs sha!!b�capab�e uf hand�Ing t3►e 8ow o€ttie system.
3,e�erta�P.�g�ls�.a.Et�mp(s�are sQcured� � _. '
UsebaEtery agerated dc�il�'�f need be},az�a"yan[tee fy�ie"manusi serew diver t��re-drilt�oIes
fFse supplied�ee�rif�p taai and S/53Y6 grade sesurify soren►e.
po not fncrease 8ax+f�xough system by'fncreasiag pumg size ar�orsepawer.
3o nnt allaH e6ildren fo si�play ar interac��uith main dr�fs or su�4on ou@ets.
Optional tnels:ewl,l/k6 inci�drlll tait,h�itery operated dril�or a i°yaokea type"manua[scraw driver to pre�rilY hoI�s,
brush and ar dust�au to ctean snrfaee�r�a prior[n�astsIIattoa. ,
�ltS$d�ht101t:
;emtpv�eicis##ing main dra�n cover.Ciean azea and prep far DS 36d inst�t.
istali tf�is pradact#u ax3ghY std��p positioa,AN�vASME AI12.19.8{2005)labaiing�s an tfie fop of the u�i�5et DS 36Q on sump
id af9ga exts�g sorew hates 4�it�D3 36Q ac�w parts(�,5 fo 7.5 inch bol&eanteis)�his con6gura�iaa Si�mast cantmon snmp
:rew�a�ems.�uteredges mustheflush u�it�exls'E�g�na�lspa liner.Do not�ta�pump if the�e�ges ofthe DS 360 are�ot�ua�a��
gbt to the exL9pttg iinerbe it;pJastgr,exposad aggragat�,$6eFgIeSS�C48t8�SULF@C0 O!•V1!},j+l,
IS�If#�lB€SYO Slt�1jlltE$SCtaYlB Intd fLte 8Xi9tiag holes ia th�sump,(6 se�s ofscreN�fin�luded to match 4riginalOEM sc�ws)hand
;6te�.(Do no�overtighte�!)
hen,using a l�i 6 i��h drill bi�drilI appmxanatety{2}[l4 icsci�deep hnl.es,at a 91}degree aff-set(screw holes pr�drilted ia DS 360
�v�r}inta t�e axistuag muc€rin�g piastia,as ajuse#o t�he sumps frame as possibte.
se a�!four(4)ecretiv pnrfs ta mount nS 364.insert the otlter tw�matchin.g DEM supplied screws,�aad tig�tea anty us iag the
pplied w�-sotetv seouriEy too[.
�O NO�QT�R TIG�ITENSCRLl3'S,aLS THISMAYDAMAGE
T�fL DS3fi��R THEBXXST 71Virr`SU�i3'P I! '
�noC Instalt I�S 36ff if scre�vs are not seauc�d properly.In.sfatl ttie IIext screw size Iarger(supplied}.Yt is impoitaat all fau�saretv
ae�menE opeuitrttgs ai'e uajl�6d�t!SOme Case,4 it[�y cequite you to pr�dcIii fouc no�v screw parts�ar a seouxe�c.
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3=0' WA�4. FANEL ���2 SdiLs�� 2_9• AS REQUIRED
W -:� t ' �nr�,ca� co�c�-r� F���S..P�.� ' �
x�-n z�o x'-o i 6� ,
a �Q� �FtAMES WITHOLt7 bF,�'.K,,,,`�'+ Il I�PORl' � �3"�
10� � SCALE: IS"�1'-�" ' . , N
' 2' L4CATE FOOi1NG A7 ALL JOtNTS 8HZIYEEN l�ANEl.S �� w �
6'-0' WA.i.L FnNEI AND ADOEO BRACES. SCALE;1�!m1=0" :4t- �
FOR I�RAMES W!'IH DECK SFlPPOR7 USH A �
CQNTIt3U(XJS C�MCRE'tE COUJ►R =
2'-� 2'--4 2'^4 3` � � ��
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BRIICE � �� � ' -�
7'-Q� YfALi PXNEL ' ' ' �
70X-PtXNT,WlNING '
AOOED 'z' � SY5TEM TOP mc HdT.
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2=0 2'-fl 2�0 2'=0 �.� � • ��
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8'-U� 1N.M[.,�PMlEL � K �'MEM6ER TOP Jk SQ7. 5k
o CpPE 115 REqUIRED n i�
� BRACE , y j . C�YA1CAl) �
� Z'-J 2'-3 Z�-3 2'�"S N w¢ o
M �f� �
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9�-0" SY/t1LL PANEL k �• •��
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; BRACE � iG'1 • 3
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to=n' w�us.Phu�r. .
FOR CURV�D PJU�1EtS
I�iG(�,4. �7RA(GHT.WaL! AANEI_S �
:tXPiCAL CfJRNED PA4tQl 51MtLAR E1(C�Pi LlM1TER • (,�OMf.TRIC Vl��OF�C. R_�,,�F' N .L
f0 6'-Q' 0.{AX. pPNEIS • r }XAS(IMOM 4lNBRNCED L8WGT1i[5
V.L PANEl.S TO 8E'td GA11GE SZEER TYPtCAL
SCRi.E: �-�1-�0 j� 6��'4� tAQD TYPtCAI.9RACQ ANQ'iYPICAI. •
IC.til FpR CURYEQ PANEIS ` FOGIING�l1'1N'i�RME011�7� Z'A� N5 REQ"b
C�N��-O�� 'tiM.90i.'IS 70 MtMNTJ�! B'-G" M/US.IlN9RAC�0
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1. GROUNfl hlL ME`fAt�'n�T�iIM�Q'-Ci� Of'PQOL IF' � I �'+
UNdER'tiNATER UGEf�t5 1t�15TALLED AN� PROVlOE � ��
C,tiQR�Fig�f'AULT PRQIECTION (�ViCE J1T P�.NEI.. � �I �C! ��4',�j.11
2. T!�IS C1ttAWING PRE7ARk� FROi.t INF@fiAlATICl1 ` • �,�,/ D " -" •
SUPPLlEO 8Y p�. ►1tANUCAt.Y/1i?iR 1 ��� Yf�4�CN�tT w�uueti.�-�+'^"—/
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E'XCL�JSIVE �EATURES;
.
Guaranteed to Operate in the �,Vind with Integrated Stackisss Top �
� No More Heat Sinks, Thanks to an�. Alumina Si1lca Fi6re Cvmbustton
Chamber and Re-d:esign of Heat.:Ezch�nger�.�&`Bu-cners �
� Iniernal Service Diagnostics LigMts :� ""� o �--�.
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• Easy Off and On Door ��
• Contemparary Forest Green and �
Charcoai Grey Golors � _
• Field Repairable, User ��
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Friendly Cahinet �'�--J � �
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• Unitherm Governor Efiminates �
Candensation, Sooting and Scala ��__ �
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A�3DlTIONAL
. 81 Percent Efficien:cy
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• 125 GPM Water Fiow with Lowest Pressure Dro :::�:� =�.Y. . ��
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Longest Lasting Polytuf Powde - ;:��' "��y�)� �-'- .' ����1 .�i'`�:�
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•Ability to program exact pump speeds for specific
;� : opera#ions-fittering,heating,cleaning,spa jets,tivater �
;, ��;��,,�� features and more-reduces energy costs up to 90% `
� '� �����""�°"•"'� •SVRScompliesr,vithVirginiaGraemeBakerSaietyAct
"`y ��pEh�Ai� 8uilt-in diagnostics protect the IntetliFlo pump irom
��.. :'3'.:"- i. �' •
�,�: ` " � -.. : the most common causes of premature faitu�e- E
�`� � overheaiing,freezing,and voitage ir�egutarities. '
�` ; +-� �� �� ;,r •InCludes priming protection.No 5VR5 calibretions !
���� ::• �"� � needed.Buitt-in SVRS cannot be turned off. �
� " ��� '� �''' •SaFety tock-out feature(password protected) ;
j ' ptevents pump speed settings from being�hanged by �
Zt ;
- � � 3,�' Appliance unauthorized personnet �
� -��Eificiency .Ahitity to set minimum and maximum speeds so pump `
��':"�`� `: Database :
-- vlitl onty operate within the ranges set to heip assure
'� safe operation and long life '
f �
IMelliFlo VS+SYRS pump Protecled by U.S.Patent No.8.043.o�a:�,686,se�: •Compatib[e with lntettiTouch°,EasyTauch°and
7,815,420;7.857.500;7,854.597;D568.3k0;D606,552.D611 b30�nd Patent SunTouch°Poot Confrot Sysfems �
Pending and all carresponding fareign counterparls.
i
IntelliFto pumps combine variable speed technology, �NSF Certified,UL and ETL Listed as an !
on6oard digitat inteltigence,and permanent magnet motors ASMEAt12.19.i7.2002 Device ;
(used in hybrid carsj to reduce pump-retated energy costs •Operates seamlessly on 50 hz or 60 hz input povler. �
by up l0 90°l0.The IntetliFlo VS+SYRS pump modets are Flotv/speed are constant when operating on 50hz or60 hz. �
the first s�vimming poot pum�s to feature a built in Safefy �
Vacuum Release System that deteds drain btockage and `
automatically shuts tfie pump off. :
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FULtLoad Pfimalylistingsand PortSize Carton �
Product t•lodet Va[tage Am��s k4% HP SF SFHP FREQ. Certitications° [NPT1 Vlt.lL6s.1 }
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011017 IntetUFlo`lSt54H5 230 16 3.2 3 1.32 3.95 50hz16�hz UL'.NSF?CSA'.ASME�.ETI, Z�n:x 2�n. 47 4
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520641 IntelliCom 4-Rated 15-2G0 VAC 15-100 VDC v�ith 4 inputs
521109 IntelliCam Z-Rated 9-30V DC erith 4 inpuls � . �
350122 Communicatian Cable-50 ft.-lnctuded r�ith pump 2 '
35�25�Z SVRS K1T-Allov�s use of discharge chetk va[ves erith SYRS pump t_ i
�� ���i'' .. - ;
7120t-0156 2 in.x 2�n.Union(2 in.NPT male x 2 in.femate NPT quick connedl `Note_ltiro reqnired per pump(sotd individuatly] 2
' 'UL'indicates thatpump 4earsa Ulmarksignitying avaluation taU.S. litle 20 and is certilied to use on Re5ldAlttial St4lmming P80!Fllttatl�tt
Standar�sUL108ifarPe�manenilyConnected5v�iromingPonland5pa Syslems.
PumpsandloCanadianSlandardsCkNICSAC22.2Ao.i08-Otliquid + p�aducima�havebeentvaluatedtoatherstateand(otalregufa(ary
Pumps For 5tvimming Pools dnly lEndosure 31. standards.Listing status may cfiange.Ak�ays coniirm s tatus v�ith
_ "NSF'indicates that pump bears a tJSF inark signifying�va(uation to N5� appropriate agency if in doubt.
5iandard 50 ForSelf-Priming Centrifugal Pumps For Se�imming Pools Onty. Nnte:Pump must 6e used e�ilh current collectors��rhen installed on spas
' 'CSA'inditates ihat purnp 4�ars a CSA mark si�nitying evaluation to ar hol tuts in Canada. !
i
Canadi�n Standards CAN/CSA C22.2�o.108-Ut liquid Pumps For Referto catalog page 1t.7(or lhe SVRS Test tdat Itit�vhich saves timeand �
Se�imming Poo(s Only(Endosure3l, helps to determinc ii a vacwm release systzm is fune[ioning proparly in �
i
` ASR1E'indicate5tl�atpump6earsasp2citicmarksignifyinge�•alualian[o apaolandspa_ �
ASb1E/AN515tandard A.112.14.17.2002 tdanufactured SafetyVacuum Relief Re(er to catalog Gage 36(ar a seleclion of 1-and-2-Pola GFC!hreakars �J � '•
System ISYRSI. �•ihich otler 6 miltiamp personnel prolection tilhile me2tiny 2008 to r�` ;
5 't1PSP'Pump has heen evalualed to�NSIlAPSP/ICC-15 and CaliEornia Current NEC Standards for Panl Pumps. ;
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N1GH PERFORi�IAidCE PUMPS (CONT'D) I
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InteltiFlo VS+SVRS Yaria6le Speed Pump �
�
� �l��s��ia����� ��r�or[:��u��� }
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30 t0U � � ; .
4
I ' ( 1d�SPEI U I 1 � i
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25 90 I ' I 1 I fd 3650 RP�d � i !
� ` I ;
� , ,
80 �
� �~` I f m�FE' 4 3 I70 A�fA i I � I : �
I�_ '—r,I I
Zo '° I � � � � � ``��-� � i ; , � : �
;
�� 3 50 � � � � � # I � \�� ��'� I � :
a ` �s ; � , , �
Sm � `�-� 0 SPEEO 3 2350 R��.1 I � \ �
� ii 4Q I i (�. I �
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�' �o �o { ( � { � , � � � ;
� I � ' � � ~ 1 FACTORYPRESETSPEE05� ',
td5PEE02150URPl1 �
3f 10 RP}.f ;
5 1D ' ' � I 1 I I _._ Z350RPt.t i
1500 RP�•! �
� t� I � i � 7100 RPt1 '
05PEiD11ti0URl t1 � { I � � � I (""'i I ;
� f
0 �p Zp tFp 60 80 100 120 t40 160
U.S.Gallons per Minute
0 5 , 10 15 20• 25 30 35 �
Cubic kieters per Naur
I
�in4elLiFlo VS�SVP.5 ninimurn spatcl is'{100 P.�i'�1f -
;
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See page 503 for reptacement parts. ;
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FlBERGLASS REI�FORCED �'OI_YPRQPYLENC IA�I� � �
,s�� .�. I
(� --- - ;��f �-�:'������ i
,:
, �,
� s��;����E:�1;.�`.��iuf:}��` -- — � `� �
�..� �( ;
� N5F lis[ed � ` ;
=Superiarstrength ,- � �
• Largefilterareaforincreased '
dirt capacity , ' • i
a �
� 1-1/2 in.,]00%drain clean-aut port •,�,�,�,`� ,` - .
Q Cantinuous High Ftow'"tnternal •�F�M�kf� ....«;;� �
Air Relief' -
' • Base and ptumbing lcits notvavaitable ;
Clean&Clear
d Injection molded tank Plus Fitter � �
•Batanced hydraulic(taw s
�Tension ControC'Clamp y
• 100%factory tested Ctean&Clear'Plus Filters have a corrosion resistant injection : _
• Black bulkfiead unions molded fitter tank featuring superior strength and reliabitity.Tne ;
cartridge assemb{y uses iour easy to ctean,non-woven,polyester
� High Flotiv manual air re(ief valve cartridges.Each fitter is supptied with a bulkhead union set for easy
instattation. `
i
' ��-���ii�� �ti`�����ti�� i
7urnover Caeacitv ?
r Prodatt tdodet EFfectivePiltraEean FtotirRate� rto:;�fta:e' 1lnGallonsl Caricn Carton �
'� Area(Sq fi 1 (GPti Pes) (GPt3 Commt Oty LJt.(L6s.) :
!!Heur 90 Hovr 92 Nour �
`�`��`�. ��� � .rr� "-� �c."c x�� f S �'.:,, .r ("���u'{'Y�' dc�U�GU�(�IL€1�1�� _�r � - � A`F °° ~i'�;
x3 < -.�`�s� ,u`�a `!�. 2-L�. _...t _ ,�� �r�,:-s� .3'��;�� ,��-� �.c .
T
160316 CCP240 240 90 90 43.200 5�.Q00 I64,SU0 1 60
160540 CCP320' 320 120 120 57,b00 72,0�0 ' 86,C00 1 70
i60301 CCP42D' �ZC S50 75U 72,OQ0 90,00�7 1�8,00� 1 80
160332 CCP520' 52U 150 150 72,OQU 90.00D 108,OD0 1 90
� NSF Listed. � Commertial rete is a maximum of.375 GP?•t sq.ft_ct tilte�area.
1 Residential rate.375 GPb1 per sq.ft.ol fllter area. , �
:,
�+�r,i�lG:arr.:e - Illa7� �����j������ct+�4�'3 ����3`���`C�3��6�. 1
� fl
� �imension Table Listed
6todet ADim. BDim. • -
Note:Actuat systam ftov�will depend on p(umbing size and
i60310 37' � 5G' othersystem compon�nts.
t6Q340 43` 62' �;
n - Note:PeMair Aquatic Systems does not recummend flow '
�^�'�;5�°`' ic"t1301 49' &8` '
- rates a6ove 750 GPM.
160332 56' 74' i
,�,.,_ " x fnkegrated continuous�ligh Ftow internal air relief is 3
operational only�1hen there is unobstructed flow in the �
i
.- circulating sysiem. }
s
• � Note:Operating Limits-maximum continual operating ;
`--; pressure of 50 PSL PonUspa Ibather�apptications, f
� 21�"� maximum operating 4vater temperature(interna[fi[ter) ;
104°F!40'CJ. (
1
�
See page 3b0 for reptacement parts. �
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�
UNDERWATER LED LIGHTS FOR SINIMMING POOLS RND SPAS ��
�J� ������� .: ; :
�), �
;
- . -. . . ;
4:��..f1�iJ
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�� • ��%�� ` - •A superior reflector design assures more tight is directed tomard j
�� � ,� �� l :; __ _ !he pool bo►tom to turther increase intensity and co[or efiects, �
r;+ F- }+�' "� � � =.: • =- ;`' vhileminimizingglare (
c � �
�� t .:�, .- ��I��� • Superior lens geometry distri6utes light in an optimum�vay to
+y. - � �,` f,, " • ` �E=s-,.�-.���.=��` avoid'hotspots onthepool6ottom.Lightintensityandcolorare ';
� . f� � � .. : �\ .�PENTAIR distributedmoreuniformtythroughoutyourpocL ;
�� ,�': �j`t� .��` ��, • Pool lens can be rolat¢d to 18D degrees to provide wide 6eam �
.. 1i � pattern(standardl oroarrow beam paltern ;
._ _ -"r�� i�`� • IntelGBrite LEOlight technology makes use oF lhe brightest and
� -��� mostenergyefiicieniLED'savaita6[einundenvaterpoo(andspa s
tights-up to SD9S tess energyconsumption lhan cnmpetitor s tights � �
IntelliBrite 5g Color LED Pool and Spa Lights •SetcneofSQredeierminediixedcolorstomatcharcreatethe !
mood for the evening-htue,green,magenta,��hite,and red or
5elett(rom 7 popular�colcr shows that come preprogrammed `
(ntetliBrite lights automated color-changing ppol and spa in2o Inte[liBrite light !
(ights feature LEb technology—the wave of the future . Intellierite LEO Lightwas designed to tivork srith IntettiTouch°and
inenergy—ef�iciency,lifetimevalue,qualityoftight,and EasyTouch°Automalinn,the[eadingcontrolsystemsto�pool, i
controltability.Withlntelli8rite.lights,combinatiansof spa.andpootscapeequipmenlautomation.lnetiect,ynutransFer
control at lntelliBrite light to Ihe(nteUiTouch°or EasyTouch� f
individualcoloredLED'saremixedandrRatchecltaachieve system�rhichconlrolsattyourotherbackyardandnooFieat�res. '•
a vihrant spectrum of cotors.These combinations are power i
• lnteNiBrite 5g Cetor Paol and Spa tights are backvrards compatihte !
sequenced to illuminate and cyUe through cnlors at varying ti•tith lirst generetion IntelliBrite tights
speeds,and in different sequences of cotor.Combined with . CompatiblewithPentairstainlesssteeland pla5ticniche5 j
a custom retlector and unique lens design,lntelliBrite(ights •
offers superb efficiency while being the brightest yet most �
energy efficient undertivater LE�}(ight available.
' • Alt Pentair UL Listed underwater lights are certified �
fur use in fresh waterwith up to 6,000 pprn satinity. ,11 ;
�r�eri�g inf�rm��i��� �;,:� i
;
�
Product Vottsge Cord length IFt.� Cartoo Uty. . Product Yoltaga Cord LertglhlFt.1 Carton Qty.
� �• �o
� �
6U1000 120 3U 1 66072a 120 30 1
bOl0U1 120 SQ 1 640121 120 50 I
bD1Q02 120 t00 1 640122 120 � 10D t �;
o01p03 120 15t7 l 640123 120 150 t
b01004 120 25� i 64U124 12U 250 1
601010 t2 30 i � Gb0i30 12 30 1 ;
bO1D11 12 50 1 b40131 12 50 i `
bUtQ12 i2 100 1 640t32 12 700 1 ?
i
b01U13 t2 t50 1 64U133 12 150 1 (
_ Di��r��i������1 ������i���ie�� ;
�
--196-- t
J
� `
j� I • 4�� Note;Att 120 volt poot and spa tights must 6e
u� �!�]o � ! '� �. � connecFed to a branch circuit protected hy a ground �
� r B� � I �4 fauit circuit interrupter I�FC)j. f
1 . � 4
' ;j:�;i j $6� � � Natice:Understrirers Laboretories has listed {
�oa2 ;f:4 j � PentairWaterPaolandSpa,tnc.lighisforusewilh E
Pleaserefe�topage ;� � � Pent3irWalerPooLandSpa,PentairpootPtoducts, j
118 for CSA listed • � American Products,Purex,or FacFabnichs ONLY. `
trtteUiBrite Pool Lighfs. j I ���t '� 3•�8 7u ensure praper grounding/honding cannections ;. j
� �_. � install only Pentairt'Jater POot and Sp0 ligBts in t;,j �
' ` Pemair,V�aterPoolandSpa,PenlairPoolProducts, � � j
L __ �. � ..
�si—..a
.2�5 Ameriran Producis,Purex or FacFah niches onty. ;
i
i See pages 470-471 for replacement parts_ �
I
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t
f _.. - ---' '-= — • �
i
I �ufel . JU4�lV'1 1du��6W - .
�OtJND SUMPS,COVERS,FRAM�SAND�1CGESSO�IES
Fo�concrete,vinyi and fiherg[ass poo{s,
Hayward ro�nd suction outiefs ar�
- -- �--��.:<-.- --
- -- � � �:�:;,�, availalile in a wide range�f�lumb�ng
�y . . '_ ": . -'��=�� a _ - �� =�;� config�rations,plaster coll�r options and
�` _ ` ` � -���c� l', � : - - - ` t=w' eotors.Whether irtstalling frames and
- - :��i�.�,� �� ��`�~'`'. '•�.i:'�`�.i-,. - �.��;
�. `_. ' }%������ ��.� . ; � •.? ��a�-' : -`. � � ��-`�:: covers ur sump-t�pe outletsfor new
� - �: ������������•�, CBnStrUCtlQn of'CerlaCemeDt c�Uers 6n
�'- - �
. � �- . �t�::�.,�:t' � , . . ..
;,. :, � -����� � - existing applicai�ons,Hayward s�iction
�, ,�� - �'-r�'��'�' �,�, _ .-�='�� outl�ts set the sta�dard for quality
• • �:�i:� ..��:. .� :;�.. �
'�,i ' -.� . _;�:��� ��. �:s:� - :�._:� andva[ue.
::t. . �;it �u'°�sr l• -" `'`�` �-';�=
�Lt ? l. -'..-.��;^' a+-' .-F`'�£.
`� • Y=�:;.��:�-;`_:�-�� A!1 Hayward WG 3eriessuction nutlets
�V'-:'5��.. . �
� and re�tacerne►rt cavers are VGB cnmpliant
' YGBAct �sc VGBAct 11��� artd are tested to ASM�Att�19.8b 2009
� Compuant ��i["e Compllant IY o and ANStJA�'SP-18 standards as well as
meet�ng GPS�requirements. •
' WGi453AV WG1051AY
! �.; Applicatinns
•flesideniial and cammercial pnols
i [ i
, •Cancrete.vinyt and fiberglass surfaces
' • Approved Apprwed Side Buttom .Rew conswCtion and replacement cavers
Cover Flo�v 6P�i flo►v GPld Ouiiet Qat{et
• M�� Upen Area Fioor Wall Fipe Pipa Cr.�. C�n. .All Hay+vard drain covers can bs used as a siagle �
`� Number Size Sq.Inch iHarizentall Nerti�ai} 5ize s�ze Q�r W8i9ht �9(1I8C8�TI9fIC CDYEf WhBR lOSt21I2�Ofl U18 5diile 5UC110(1
�' '�� Concreta - line as an EcoStar°SVAS or a Stratusn°SVflS
r Cover and fzame{2 peck} [see page 11 for mora information an EcoStarSVRS)
� ;;. — — 24 461bs.
.� �� WG1030AVPAK2; 8'dia. 8_1� 125 72 (se�page 96 far more information on Stratum SVflSJ
'�; ;! Rep[acementcoverfurflunrarwalt _ ,� �D 516s. �
y °�a, VJGX3D48E; 9'dia. 8_10 125 72 Features �
;~;� 4utlet-dual suction(2 packl , •Sumps accammodate the use of SPt056 hydras#atic
WC�1D51AVPAK2 8'dia. B.tU lr 72 1�i'FIP 1�'FIP 6 351bs.
4v�1Q52AVPAK2 8'dia. B.10 12� 72 2'FiP 1'/�'FIP s 351bs. relief valve
ti+lGtQ53AVPAK2 8'dia. B-t0 �?a" 72 1 Y'FIP 2'FlP 8 351tu. .fteplacement covers tetfofit ta exlsting Hayward frames
`� . WG1054AVPAK2 8'dia. 8.10 12� 72 2'Fl? 2'FIP 6 3516s.
•7 year lite
Outlet-duat suetian wil�adjusta6ie p(aster collar(2 packt
WG1753AVPAK2 8'dia. 8•10 125 72 1'k'fIP 2`FlP s 351bs. .j year limited warranty
:. ' WG1154AVPAK2" B'dia. 8.1U 125 72 Z'fIP 2 FIP 6 351bs. ----------------•
.. tVinyl/Fibergfass} ��iP'�^^^^~'---
• W6t048AVPAK2'* 8'dia. 8.t0 125 72 1'h'flP t'/i FIP 6 37 Ibs. _ �
� WG1043AVPAK2 $'dia. S.10 125 72 2 FIP 1'/z'FlP 6 37 Ibs. :-`_`•_=�-=
�j"._:,=� .
' RUTES:'Availe6!alnGray,Dz�kGraSan�B.�ackAddsuf6xGRfo�Grey.OG8fec0arkGrYandBlKtur61aCic2fteftheAYinthe ly/����Yt��a�3��1��� �
. modet numb9r. `� � -
� •�Wso availahla in aerk G►s'Add suinx GGfl fcv D�rk Gtay eRer tk:AY in ths rtade3 number. ._. =_ �
�I ' �
� Model Cm. Shipping ��., , f6SF �r�
�; Qty. Weight
• Numbet Description
;" Acaessoriss - • WG1153AV
WG1�48EKlT 9rassinsertandscrewlot—A+.aila6leiorallcovers 10 41lN_ �
•��::-
•' WG1051X Adjus�6leplasiercallar(1'lforconcret2 10 •41hs. :_;:;,.__::_ .
WGX11b3B Ext�'�sion collar viith inserts �� �'��• '
SP1048AVN • S+.�ction euttet bumper.;Ceeps autumatic cleaners iram i0 3 Ibs. �p'. . • 1�
�:!i����������t�:=.)
. sticking to drain caver(for origina)Hariva:d S'S P Saries :, • _ • ��
• . anti vortex drain covers nnly�. _ ��t� ��� �
. 5Pi055 1'fi'/2'FPcallecEar(peb6le�tu6�.12'lang—s lutte d 2 5 9 1 bs. ,.� t�5 f. CaapS3ot
gp�p�,,� - 1'k'NfIP hydsostalic reli2Fvalve,spr�r�g toaded 25 s lbs.
�' SPlD56T lnstallaticn ena removat taol car sP1o5B 20 361bs. WGS051AV
:�
I ;� .
� �A��� . . For reptaeement�sarts see page 2§5.
'I'�.Il. I • . . • • -
�l�� ��° �
EQUALtZERVALY�A$SEiNBLY part�ln. "X"Inch
SP1078 5pzag4l 9Jy
'O'RYiD
�,�� �-.� 5pio84iR 3/Q
{__,' •�_ ; SPio84xOM 3132
f"-•� ;'�-' SP1o8y.i0MR 3132
� ► ;
� `��; is` � SPiU84 3�4 _
�
` ADJU5lAB1E
� 10•712•50. �g- C8t1Ati
.�..._...�,.. � "(247 r+� � 8.12' ��483mm� , "#
SPAki4
j (216 mm]
t-�nraz-sra•
c�.sxEY-�, — rrim�—''t t29eos�mm)
�r m o G a a � t
�Rt�N7tG
�.Place gasket overe�ualizer � � 7 st,�6u"'j �• �'�Els•
port.(Normalty the port closest to e,s„6. .° tses�y a �tzfa,� .
the�Oo�J Atign the boies in Ehe ���mm��a g , 8 �,. �07�-
gasket�riththeskimmer6ody. ._,_�� 88 ���
z.Place fqualizerAssembly over �0'T421R' i�' X BS
[�aro„>s�c�l �2�omm� �
gasket. :,_�a,. vasxer �
3.Insert the screws through ihe ear ��^^� z��a°. `"Eu� PERFOpATED
��,� easKer
fabs and gaske#. Tighten retaining
screws. FQFt►4pOD
Poa. - r
(Go mm)
.-._ 0�3li6' i1•If4` 4'
C1C8 mm) ��m� •{tOZ mml�
YkF7 77t2'dPTorY'NPT
SKIMMER / SIfCTfON flUTLET ;. Frombodyofskimmerremove 5,,.�,,,,,,�,,,,6- ,�.,,,
FLOAT�Y-PASS SP1o82F1/ pipe plug(fn insta(led),screw �m•�w��.�
YACYEHQllSi�d FLOAT FI,OA7VA�YE'O"RR.'G nstal[ed}�frol 51ide Flate(if
z.Using the scrsw provided,
' attach the Flo-Controt Trimmer
PlaFe to fioat assembly.
9,Ptace Float Vatve Assembly,
� assuring fhe o-ring is in pEace, 's�'�'
�� intotheskirnmer. AdjudtFEa- "9i�`�'
AEiAtktNG�� �o�carao� Conttut Trimmer Piate as iao�;a �
scaEw TRIAtyERPlA7� desired.
FLOAT YALVEASS£M1iBLY`O'HLVC3 �
IDBTSQLAqE
Part No. X inch ��'°'"�'
eausrae�e oauaa �_
SPio85i0M 3/32 s�+c»�oHftt�rQ ua�a� t.�rg�ro2sra^
SPio852 3/4 0 0 •: o o : a a �_�^�—"� c��..s��u
SP1085201VS 3132 e �/n,+�"F p r
a�vic• stvna^ -
Q 0 -tt2tmnl It45r-m1 � �
a 967R' + (
0 or, o o :. o o c<t:�a j
tw rozt ar.• ;; �
�593n�TOSibr.»j Q Q •
� tVEtfl g g
tsWf6" �
ti65uvn1 •
U+HGE
A6TEaHA7E GRSRETS BASK£7'
iAOLHT�NG FLANdE �REp'6
_ _ 2�
SP7CAStOid751HE'(212ri'tt) (��)
a�uts� izvr <'—.{�
f708o�eS . �3to�-,) 'tfo2�.�,
2'1PT Z iilL't��
135E ONLY HAYWARD GENUlNE REPLACEM�NT AARTS
Page 5 of 8 AUTOMATIC SURfACE SK1MMEf�S IS1084 REV 1=
__..__ __.. s
_._.._._. ;
_ �
' �' O ����� G"699� �i Bt�C�� ��'d�11 �t'"�J � ����f (5 �IIVu It'dB�l� � 99�a _ �
2-WAY, 3-WAY ANa CHECE� �
Y:�� �����.a� }
�
_ .
-. . ,
2�3Q2� e All vatves available in CPVC or PVC i
-� • Maintenance-free PTFE coated diverter sea! � �
• Optimum positive-seal :F �
• Hig(�Flow Rate ;
2b3026 • Fibergtass reinfarced h�nd[e '
� Withstands pressure up to 150 psi ;
r
• Chemicat-resistani _ j
� Used for diverting,shut-off or mixing applications '� �
� Actepts 1-7/2 in.,2 in.,and 2-9/2 in.PVC ptumbing �_:� i
i a Fietd-adjustable stop positions � �
263042 o piumhed with inlet at any port � F
' � Designed to wark w+th most industry �•i �f
standard actuators :�' ;
= � I
;
�
Ordering {nf��r�nation ` _
Product F Description Carton Qty. Carton Wt.ttbs,?
`' ,
' _
2b3026 3-�`�ay CPVC 2 in.(Z-712 in.slip oulsideJ � 2 [
263027 2-lYay�PVC2in.(2-7/Zin.sli(tauisidel � 2 =
263628 3-Way PVC 2 io.!2-t12 in.etip uutsidel � z �
263029 2-YIayPVC 2 in.12-1/2 in.slip outsidel i 2
263d35 3-N!yCPYC t-1/2 in.(2 in.stipoulside� � Z
263036 2-V�ay CPVC 1-t/2 i0.(2 in.slip outsidel � Z
�
263�37 3-Way PVC t-i/2 in.l2 in_stip outside) 1 Z ` -
�`
2b3038 2-Y1ay PVC 1-1/2 in.(2 in_stip outside� � 2 `,
263047 3-54aySotarVatve�v/drain-dotin,CPVC2in.(z-i/2in_stipoutsidel 1 2 � '
s; (
263042 Check Valve CPVC 2 in.Isireight 2-1/2 in.slip outside] 1 2
263042Z ChetkValve Rebuild Kit
,� �-` �
� -
s� � _- �
�,..
�
i
'y �.s._ i �
263027 263029 263026 263028 ' '� �
� _: �
PVC Valves not recommended far ctimates that can reach air temperatures of over 104°F. e'�� ;
E
. �
See page 568 for replacement parts. �
�
;
COPING SETS PANEL LiST
�', OTY PART� �i P P PART/�1
�,� t tam-aoa,e'a » . so io �-�9''0''
� 3 10Dt-09A�S1RAIGHT 1 1 1 �� �+ i�
� . 1 1001-08�S�EP � 2 � -0-'STRAIGHT
�
4 2 4 �
1 1 1
12 12 12 �'�0
12 12 12 y� p�7g
�+ 1 1 7 �j�
W c� H+!lrl2'thDca,'t'� ,_0 8,_a„ g_o�
� ..
�'j��l lti\Y4�,2+f� j a • �
o j ,�
io �
� '
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2D X 40 RECTANGLE — 8" RAD DWG �:ST—b54-06 DATE: a2/09/06 SHEET. 2 UF �
Chris�ine Mattson
From: Christine Mattson
Sent: Monday, October 16, 2017 4:00 PM
To: 'johnc@valleypools.com'
Cc: 'amy.abouelenein@genmills.com'; joe.sanquinetti@genmills.com'
Subject: 2420 Old Beach Road/#2017-01250
Attachments: Escrow Agreement 2017-01250 2017-00748 &20178-00747.pdf
John,
We have the pool permit ready to be issued. Please have the property owners sign the attached escrow agreement. It
has been updated to include the pool permit. No additional escrow money is needed at this time,just a signature.
Please don't hesitate to contact me if you have any questions.
ChristMe Mattson
Planning Assistant
City of Orono
2750 Kelley Parkway � Orono � MN � 55356(physica/address)
PO Box 66 � Crystal Bay I MN I 55323-0066(mailing addressJ
'� 952.249.4620 I 8 952.249.4616
� cmattson@ci.orono.mn.us � � www.ci.orono.mn.us
OfFice Wours: Monday- Friday 8 am to 4:30 pm
OUR OFFICE WILL BE CLOSED: November 10,2017
1
Chris�ine Matts�on
From: Christine Mattson
Sent: Tuesday, October 17, 2017 10:28 AM
To: 'Amy Abouelenein'
Cc: Joe Sanguinetti;John Cihunka
Subject: RE:2420 Old Beach Road/#2017-01250
Good Morning,
As you noted, due to the multiple scanning of the document,the quality of the escrow agreement returned is
unreadable. I will issue the permit, but please sign and mail or drop off an original escrow agreement at your earliest
convenience.
Thank�rou very much.
Christine^'
-----Original Message-----
From:Amy Abouelenein [mailto:Amy.Abouelenein@genmills.com]
Sent: Monday,October 16, 2017 5:31 PM
To: Christine Mattson<CMattson@ci.orono.mn.us>
Cc:Joe Sanguinetti<Joe.Sanguinetti@genmills.com>;John Cihunka <johnc@valleypools.com>
Subject: FW:
Christine,we signed this. Let us know if this works-- I know the quality isn't that great--we had to scan a couple times
since Jae and I are in different locations and wanted to get this to you asap. If you need better quality,we can resign
and send to you tomorrow Amy
-----Original Message-----
From:A�ny Abouelenein
Sent: Monday, October 16,2017 5:29 PM
To:Amy Abouelenein<Amy.Abouelenein@genmills.com>
Subject:
Created with JotNot..
http://itunes.apple.c�m/us/app/jotnot-scanner/id307868751?mt=8
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DATE TIME ✓
CtTY OF ORONO CALLED IN
iNSPECTION NOTICE scH�uLED �-�—
PERMR NO.p�d�7"d�a�v COMPLETED //'�'/7 _!�
ADDRESS a S'� �� �� ��.
01NNER TELEPHONE NO.
CONTRACTOR ��s
� DESCRIPTION ��d� �s-
� �EOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
41 ❑AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
_
r ❑ DEMO-SITE ❑ SEPTIC INSTALL
2 OWNERlCONTRACTOR 7iD MEET Y�!!:_YES_NO
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W ❑CORRECT YMORK d�PROCEED ❑ISSUE CEFiTIFlCATE OF OCCUPANCY
0 ❑CORRECT VNDRK,CALL FOR REINSPECTION TEMPORARY
V BEFORECdVERINO PERMANENT
❑CORRECT UNSAFE CONDITION WRHIN H��- O PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ��TATION ISSUED
O INSPECTION REWIRED.CALL TO ARRANGE ACCESS.
Call for the next htspection 24 hours in advance. (952) 249-4600
OwnerlContractor on site:
�nspector; ���"' �J
White CppyAnspector's Fik C�nary CoppfSib NoNcs